Experimental Investigation of Geosynthetic-Reinforced Pile-Supported Composite Foundations under Cyclic Loading

<table class="table-group" id="tab2"><tr><td><table class="table"><tr><td class="thead-hr" colspan="3"><hr/></td></tr><tr class="thead"><td class="align_left">Test No</td><td class="align_center">Name</td><td class="align_center">Loading procedure</td></tr><tr><td class="thead-hr" colspan="3"><hr/></td></tr><tr><td class="align_left">1</td><td class="align_center">FG1</td><td class="align_center">Static load, cyclic load 3 ± 1 kN, cyclic load 3 ± 2 kN</td></tr><tr><td class="align_left">2</td><td class="align_center">RFG1</td><td class="align_center">Static load, cyclic load 3 ± 1 kN, cyclic load 3 ± 2 kN</td></tr><tr><td class="align_left">3</td><td class="align_center">RFG2</td><td class="align_center">Static load, cyclic load 3 ± 1 kN, cyclic load 3 ± 2 kN</td></tr><tr class="table-tr"><td colspan="3"><hr class="tbody-hr"/></td></tr></table></td></tr></table>

<div>Configuration of the model tests.</div>

Advances in Civil Engineering

tab2

Table 2

Table 2: Experimental Investigation of Geosynthetic-Reinforced Pile-Supported Composite Foundations under Cyclic Loading 